INDEX TO GÉOTECHNIQUE VOLUME LV

Almeida M. S. S. see Futai M. M. & Almeida M. S. S.

Alonso E. E., Olivella S. & Pinyol N. M.

A review of Beliche Dam, 267–285

Amatya S. see Honjo Y. & Amatya S.

Amorosi A. see Houlsby G. T. et al.

Amundaray J. I. see Bourdeau P. L. & Amundaray J. I.

Au S. K. A. see Soga K. et al.

Baldry A. S. see Palmer A. C. et al.

Barefoot A. J. see Palmer A. C. et al.

Baumgard A. J. see Palmer A. C. et al.

Bergado D. T., Youwai S. & Rittirong A.

Technical note. Strength and deformation characteristics of flat and cubical rubber tyre chip–sand mixtures, 603–606

Best A. I. see Clayton C. R. I. et al.

Bhattacharya S., Madabhushi S. P. G. & M. D. Bolton

Discussion. An alternative mechanism of pile failure in liquefiable deposits during earthquakes, 259–263

Bolle A. see Collin F. et al.

Bolton M. D. see Bhattacharya S. et al.

See also Osman A. S. & Bolton M. D., Palmer A. C. et al. and Soga K. et al.

Borsic A., Comina C., Foti S., Lancellotta R. & Musso G.

Imaging heterogeneities with electrical impedance tomography: laboratory results, 539–547

Boulbibane M. & Ponter A. R. S.

Linear matching method for limit load problems using the Drucker-Prager yield condition, 731–739

Bourdeau P. L. & Amundaray J. I.

Non-parametric simulation of geotechnical variability, 95–108

Breysse D., Niandou H., Elachachi S. & Houy L.

A generic approach to soil–structure interaction considering the effects of soil heterogeneity, 143–150

Breysse D. see Houy L. et al.

Brown E. T. see Indraratna B. et al.

Burland J. B. see Franzius J. N. et al.

Byrne B. W. see Houlsby G. T. et al.

Cassidy M. J. see Houlsby G. T. et al.

Chen J., Yin J.-H. and Lee C. F.

A three-dimensional upper-bound approach to slope stability analysis based on RFEM, 549–556

Cheng Y. M.

Discussion. N_q factor for pile foundations by Berezantzev, 493–494

Cheung R. W. M. & Tang W. H.

Realistic assessment of slope reliability for effective landslide hazard management, 85–94

Cho G.-C. see Sung S.-G. et al.

Choudhury D. & Nimbalkar S.

Technical note. Seismic passive resistance by pseudo-dynamic method, 699–702

Chow Y. K. see Purwana O. A. et al.

Christie D. see Indraratna B. et al.

Clayton C. R. I., Priest J. A. & Best A. I.

The effects of disseminated methane hydrate on the dynamic stiffness and damping of a sand, 423–434

Clinton L. see Coop M. R. et al.

Collin F., Schroeder Ch., De Gennaro V. & Bolle A.

A deterministic/stochastic model to predict the variation in bulk modulus of chalk, 135–141

Collins I. F.

The concept of stored plastic work or frozen elastic energy in soil mechanics, 373–382

Comina C. see Borsic A. et al.

Coop M. R., Klotz E. U. & Clinton L.

The influence of the in situ state of sands on the load-deflection behaviour of driven piles, 721–730

Cruden D. M. see El-Ramly H. et al.

Cui Y. J., Lu Y. F., Delage P. & Riffard M.

Field simulation of in situ water content and temperature changes due to ground–atmospheric interactions, 557–567

Dardzińska I. see Przewłócki J. et al.

Dasari G. R. see Ni Q. et al.

Delage P. see Cui Y. J. et al.

Denis A. see Houy L. et al.

Deodatis G. see Popescu R. et al.

De Gennaro V. see Collin F. et al.

Edwards D. H., Zdravkovic L. & Potts D. M.

Technical note. Depth factors for undrained bearing capacity, 755–758

Einav I.

Energy and variational principles for piles in dissipative soil, 515–525

See also Houlsby G. T. et al.

El-Gonnouni M., Riou Y. & Hicher P. Y.

Geostatistical method for analysing soil displacement from underground urban construction, 171–182

El-Ramly H., Morgenstern N. R. & Cruden D. M.

Probabilistic assessment of stability of a cut slope in residual soil, 77–84

Elachachi S. see Breysse D. et al.

Eliadorani A. see Fannin R. J. et al.

Estévez M. see Hernández J. et al.

Fannin R. J., Eliadorani A. & Wilkinson J. M. T.

Shear strength of cohesionless soils at low stress, 467–478

Faranski A. S. see Palmer A. C. et al.

Fenton G. A., Griffiths D. V. & Williams M. B.

Reliability of traditional retaining wall design, 55–62

Fenton G. A. see Jaksa M. B. et al.

Finch M. see Palmer A. C. et al.

Foo K. S. see Purwana O. A. et al.

Foti S. see Borsic A. et al.

Franzius J. N., Potts D. M. & Burland J. B.

The influence of soil anisotropy and K0 on ground surface movements resulting from tunnel excavation, 189–199

Futai M. M. & Almeida M. S. S.

An experimental investigation of the mechanical behaviour of an unsaturated gneiss residual soil, 201–213

Gaudin C. see Lehane B. M. et al.

Goldsworthy J. S. see Jaksa M. B. et al.

Griffiths D. V. see Fenton G. A. et al.

See also Jaksa M. B. et al.

Harkness R. M. see Powrie W. et al.

Hernández J., Vargas S., Estévez M., Vázquez G., Zepeda A. and Rodríguez R.

Technical note. Hydrophobic modification of an expansive soil using polymers and organic compounds: a comparative study with lime, 613–616

Hicher P. Y. see El Gonnouni M. et al.

Hicks M. A. & Onisiphorou C.

Stochastic evaluation of static liquefaction in a predominantly dilative sand fill, 123–133

Hight D. W. see Ni Q. et al.

Hird C. C. & Srisakthivel S.

Laboratory investigation of permeability measurement in clay using outflow from unsupported cavities, 393–402

Hird C. C. see Sills G. C. & Hird C. C.

Honjo Y. & Amatya S.

Partial factors calibration based on reliability analyses for square footings on granular soils, 479–491

Hossain M. S., Hu Y., Randolph M. F. & White D. J.

Limiting cavity depth for spudcan foundations penetrating clay, 679–690

Houlsby G. T.

Discussion. Editorial, 415–417

Houlsby G. T., Amorosi A. & Rojas E.

Elastic moduli of soils dependent on pressure: a hyperelastic formulation, 383–392

Houlsby G. T., Cassidy M. J. & Einav I.

A generalised Winkler model for the behaviour of shallow foundations, 449–460

Houlsby G. T., Kelly R. B., Huxtable J. & Byrne B. W.

Field trials of suction caissons in clay for offshore wind turbine foundations, 287–296

Houy L. see Breysse D. et al.

Houy L., Breysse D. & Denis A.

Influence of soil heterogeneity on load redistribution and settlement of a hyperstatic three-support frame, 163–170

Hsu H.-H. see Huang A.-B. & Hsu H.-H.

Hu Y. see Hossain M. S. et al.

Huang A.-B. & Hsu H.-H.

Cone penetration tests under simulated field conditions, 345–354

Huxtable J. see Houlsby G. T. et al.

Hyde A. F. L. see Tarantino A. & Hyde A. F. L.

Iai S., Tobita T. & Nakahara T.

Generalised scaling relations for dynamic centrifuge tests, 355–362

Indraratna B. & Jayanathan M.

Technical note. Measurement of pore water pressure of clay-infilled rock joints during triaxial shearing, 759–764

Indraratna B., Lackenby J. & Christie D.

Technical note. Effect of confining pressure on the degradation of ballast under cyclic loading, 325–328

Indraratna B., Welideniya H. S. & Brown E. T.

A shear strength model for idealised infilled joints under constant normal stiffness, 215–226

Ismail M. A. & Rammah K. I.

Technical note. Shear-plate transducers as a possible alternative to bender elements for measuring G_max

Jafari M. R. see Soga K. et al.

Jaksa M. B., Goldsworthy J. S., Fenton G. A., Kaggwa W. S., Griffiths D. V., Kuo Y. L. & Poulos H. G.

Towards reliable and effective site investigations, 109–121

Discussion. Towards reliable and effective site investigations, 625–626

Jayanathan M. see Indraratna B. & Jayanathan M.

Kaggwa W. S. see Jaksa M. B. et al.

Kelly R. B. see Houlsby G. T. et al.

Klar A., Vorster T. E. B., Soga K. & Mair R. J.

Soil–pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions, 461–466

Klotz E. U. see Coop M. R. et al.

Kulhawy F. H. see Phoon K.-K. & Kulhawy F. H.

Kuo Y. L. see Jaksa M. B. et al.

Lackenby J. see Indraratna B. et al.

Lancellotta R. see Borsic A. et al.

Larsson S., Stille H. & Olsson L.

On horizontal variability in lime-cement columns in deep mixing, 33–44

Lee C. F. see Chen J. et al.

Lee I.-M. see Sung S.-G. et al.

Lehane B. M., Gaudin C. & Schneider J. A.

Scale effects on tension capacity for rough piles buried in dense sand, 709–719

Leung C. F. see Purwana O. A. et al.

Li W. P. & Li X. Q.

Mechanism of rupture of shaft linings in coal mine areas buried by thick over-soils in East China, 237–244

Li X. Q. see Li W. P. & Li X. Q.

Lobo-Guerrero S. & Vallejo L. E.

Technical note. Crushing a weak granular material: experimental numerical analyses, 245–249

Technical note. DEM analysis of crushing around driven piles in granular materials, 617–23

Low B. K.

Reliability-based design applied to retaining walls, 63–75

Lu Y. F. see Cui Y. J. et al.

Madabhushi S. P. G. see Bhattacharya S. et al.

Mair R. J. see Klar A. et al.

McDowell G. R.

Technical note. A physical justification for log e–log σ based on fractal crushing and particle kinematics, 697–698

Morgenstern N. R. see El-Ramly H. et al.

Musso G. see Borsic A. et al.

Nader J. J.

Technical note. Non-steady flow in the variable-head permeability test, 703

Nakahara T. see Iai S. et al.

Ng A. M. Y. see Zhang L. M. & Ng. A. M. Y.

Ni Q. see Powrie W. et al.

Ni Q., Tan T. S., Dasari G. R. & Hight D. W.

Discussion. Contribution of fines to the compressive strength of mixed soils, 627–628

Niandou H. see Breysse D. et al.

Nimbalkar S. see Choudhury D. & Nimbalkar S.

Oda M., Takemura T. & Takahashi M.

Discussion. Microstructure in shear band observed by microfocus X-ray computed tomography, 333–335

O'Kelly B. C.

Technical note. Method to compare water content values determined on the basis of different oven-drying temperatures, 329–332

Olivella S. see Alonso E. E. et al.

Olsson L. see Larsson H. et al.

Onisiphorou C. see Hicks M. A. & Onisiphorou C.

Osman A. S. & Bolton M. D.

Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay, 435–447

Palmer A. C., White D. J., Baumgard A. J., Bolton M. D., Barefoot A. J., Finch M., Powell T., Faranski A. S. & Baldry A. S.

Discussion. Uplift resistance of buried submarine pipelines: comparison between centrifuge modelling and full-scale tests, 338–340

Phoon K.-K. see Uzielli M. et al.

Phoon K.-K. & Kulhawy F. H.

Characterisation of model uncertainties for laterally loaded rigid drilled shafts, 45–54

Pinyol N. M. see Alonso E. E. et al.

Ponter A. R. S. see Boulbibane M. & Ponter A. R. S.

Popescu R., Prevost J. H. & Deodatis G.

3D effects in seismic liquefaction of stochastically variable soil deposits, 21–31

Potts D. M. see Edwards D. H. et al.

See also Franzius J. N. et al. and Zdravkovic L. et al.

Poulos H. G. see Jaksa M. B. et al.

Powell T. see Palmer A. C. et al.

Powrie W., Ni Q., Harkness R. M. & Zhang X.

Numerical modelling of plane strain tests on sands using a particulate approach, 297–306

Prevost J. H. see Popescu R. et al.

Priest J. A. see Clayton C. R. I. et al.

Przewłócki J., Dardzińska I. & Świniański J.

Review of historical buildings' foundations, 363–372

Purwana O. A., Leung C. F., Chow Y. K. & Foo K. S.

Influence of base suction on extraction of jack-up spudcans, 741–753

Puzrin A. M. see Rammah K. I. et al.

Rammah K. I. see Ismail M. A. & Rammah K. I.

Rammah K. I., Val D. V. & Puzrin A. M.

Discussion. Effects of ageing on small-strain stiffness of overconsolidated clays, 336–337

Randolph M. F. see Hossain M. S. et al.

Ratnam S., Soga K. & Whittle R. W.

A field permeability measurement technique using a conventional self-boring pressuremeter, 527–537

Reddi L. N. see Sung S.-G. et al.

Riffard M. see Cui Y. J. et al.

Riou Y. see El Gonnouni M. et al.

Rittirong A. see Bergado D. T. et al.

Rodríguez R. see Hernández J. et al.

Rojas E. see Houlsby G. T. et al.

Rowe R. K.

Long-term performance of contaminant barrier systems, 631–678

Schneider J. A. see Lehane B. M. et al.

Schroeder Ch. see Collin F. et al.

Sills G. C. & Hird C. C.

Coefficient of consolidation from piezocone measurements, 597–602

Smith C. C.

Technical note. Complete limiting stress solutions for the bearing capacity of strip footings on a Mohr–Coulomb soil, 607–612

Soga K., Au S. K. A., Jafari M. R. & M. D. Bolton

Discussion. Laboratory investigation of multiple grout injections into clay, 257–258

Soga K. see Klar A. et al.

See also Ratnam S. et al.

Srisakthivel S. see Hird C. C. & Srisakthivel S.

St John H. D. see Zdravkovic L. et al.

Stille H. see Larsson H. et al.

Sun D. A. see Xu Y. F. & Sun D. A.

Sung S.-G., Lee I.-M., Cho G.-C. & Reddi L. N.

Technical note. Estimation of soil-water characteristics using liquid limit state, 569–573

Świniański J. see Przewłócki J. et al.

Takahashi M. see Oda M. et al.

Takemura T. see Oda M. et al.

Tan T.-S. see Yang L.-A. & Tan T.-S.

Tan T. S. see Ni Q. et al.

Tang W. H. see Cheung R. W. M. and Tang W. H.

See also Zhang L. L. et al.

Tarantino A. & Hyde A. F. L.

An experimental investigation of work dissipation in crushable materials, 575–584

Tarantino A. & Tombolato S.

Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay, 307–317

Tobita T. see Iai S. et al.

Tombolato S. see Tarantino A. & Tombolato S.

Troncone A.

Numerical analysis of a landslide in soils with strain-softening behaviour, 585–596

Uzielli M., Vannucchi G. & Phoon K.-K.

Random field characterisation of stress-normalised cone penetration testing parameters, 3–20

Val D. V. see Rammah K. I. et al.

van Baars

Technical note. The horizontal failure mechanism of the Wilnis peat dyke, 319–323

Vannucchi G. see Uzielli M. et al.

Vallejo L. E. see Lobo-Guerrero S. & Vallejo L. E.

Vargas S. see Hernández J. et al.

Vázquez G. see Hernández J. et al.

Vorster T. E. B. see Klar A. et al.

Welideniya H. S. see Indraratna B. et al.

White D. J. see Hossain M. S. et al.

See also Palmer A. C. et al.

Whittle R. W. see Ratnam S. et al.

Wilkinson J. M. T. see Fannin R. J. et al.

Williams M. B. see Fenton G. A. et al.

Xu Y. F. & Sun D. A.

Technical note. Correlation of surface fractal dimension with frictional angle at critical state of sands, 691–695

Yang J.

Technical note. Pore pressure coefficient for soil and rock and its relation to compressional wave velocity, 251–256

Technical note. Rayleigh surface waves in an idealised partially soil, 409–414

Yang L.-A. & Tan T.-S.

One-dimensional consolidation of lumpy clay with non-linear properties, 227–235

Yin J.-H. see Chen J. et al.

Youwai S. see Bergado D. T. et al.

Zdravkovic L., Potts D. M. & St John H. D.

Modelling of 3D excavation in finite element analysis, 497–513

Zdravkovic L. see Edwards D. H. et al.

Zepeda A. see Hernández J. et al.

Zhang L. L., Zhang L. M. & Tang W. H.

Technical note. Rainfall-induced slope failure considering variability of soil properties, 183–188

Zhang L. M. & Ng A. M. Y.

Probabilistic limiting tolerable displacements for serviceability limit state design of foundations, 151–161

Zhang L. M. see Zhang L. L. et al.

Zhang X. see Powrie W et al.

Anisotropy

Elastic moduli of soils dependent on pressure: a hyperelastic formulation. Houlsby G. T., Amorosi A. & Rojas E., 383–392

Bearing capacity

Field trials of suction caissons in clay for offshore wind turbine foundations. Houlsby G. T., Kelly R. B., Huxtable J. & Byrne B. W., 287–296

A generalised Winkler model for the behaviour of shallow foundations. Houlsby G. T., Cassidy M. J. & Einav I., 449–460

Technical note. Complete limiting stress solutions for the bearing capacity of strip footings on a Mohr–Coulomb soil. Smith C. C., 607–612

Linear matching method for limit load problems using the Drucker–Prager yield condition. Boulbibane M. & Ponter A. R. S., 731–740

Technical note. Depth factors for undrained bearing capacity Edwards D. H., Zdravkovic L. & Potts D. M., 755–758

Buried structures

Soil–pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions. Klar A., Vorster T. E. B., Soga K. & Mair R. J., 461–466

Calcareous soils

The influence of the in situ state of sands on the load–deflection behaviour of driven piles. Coop M. R., Klotz E. U. & Clinton L., 721–730

Case history

Stochastic evaluation of static liquefaction in a predominantly dilative sand fill. Hicks M. A. & Onisiphorou C., 123–133

A review of Beliche Dam. Alonso E. E., Olivella S. & Pinyol N. M., 267–285

Long-term performance of contaminant barrier systems. Rowe R. K., 631–678

Centrifuge modelling

Generalised scaling relations for dynamic centrifuge tests. Iai S., Tobita T. & Nakahara T., 355–362

Scale effects on tension capacity for rough piles buried in dense sand. Lehane B. M., Gaudin C. & Schneider J. A., 709–719

The influence of the in situ state of sands on the load–deflection behaviour of driven piles. Coop M. R., Klotz E. U. & Clinton L., 721–730

Influence of base suction on extraction of jack-up spudcans. Purwana O. A., Leung C. F., Chow Y. K. and Foo K. S., 741–753

Chalk

A deterministic/stochastic model to predict the variation in bulk modulus of chalk. Collin F., Schroeder Ch., De Gennaro V. and Bolle A., 135–141

Chemical properties

Technical note. Hydrophobic modification of an expansive soil using polymers and organic compounds: a comparative study with lime. Hernández J., Vargas S., Estévez M., Vázquez G., Zepeda A. and Rodríguez R., 613–616

Clays

Field trials of suction caissons in clay for offshore wind turbine foundations. Houlsby G. T., Kelly R. B., Huxtable J. & Byrne B. W., 287–296

Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay. Tarantino A. & Tombolato S., 307–317

Laboratory investigation of permeability measurement in clay using outflow from unsupported cavities. Hird C. C. & Srisakthivel S., 393–402

Technical note. Shear-plate transducers as a possible alternative to bender elements for measuring G_max. Ismail M. A. & Rammah K. I., 403–407

Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay. Osman A. S. & Bolton M. D., 435–447

A field permeability measurement technique using a conventional self-boring pressuremeter. Ratnam S., Soga K. & Whittle R. W., 527–537

Coefficient of consolidation from piezocone measurements. Sills G. C. & Hird C. C., 597–602

Technical note. Hydrophobic modification of an expansive soil using polymers and organic compounds: a comparative study with lime. Hernández J., Vargas S., Estévez M., Vázquez G., Zepeda A. and Rodríguez R., 613–616

Limiting cavity depth for spudcan foundations penetrating clay. Hossain M. S., Hu Y., Randolph M. F. & White D. J., 679–690

Influence of base suction on extraction of jack-up spudcans. Purwana O. A., Leung C. F., Chow Y. K. and Foo K. S., 741–753

Technical note. Measurement of pore water pressure of clay-infilled rock joints during triaxial shearing. Indraratna B. & Jayanathan M., 759–764

Collapsed settlement

A review of Beliche Dam. Alonso E. E., Olivella S. & Pinyol N. M., 267–285

Compaction

Technical note. Hydrophobic modification of an expansive soil using polymers and organic compounds: a comparative study with lime. Hernández J., Vargas S., Estévez M., Vázquez G., Zepeda A. and Rodríguez R., 613–616

Compressibility

An experimental investigation of the mechanical behaviour of an unsaturated gneiss soil. Futai M. M. & Almeida M. S. S., 201–213

Technical note: Pore pressure coefficient for soil and rock and its relation to compressional wave velocity. Yang J., 251–256

Technical note. A physical justification for log e–log σ based on fractal crushing and particle kinematics. McDowell G. R., 697–698

Consolidation

One-dimensional consolidation of lumpy clay with non-linear properties. Yang L.-A. & Tan T. S., 227–235

Coefficient of consolidation from piezocone measurements. Sills G. C. & Hird C. C., 597–602

Constitutive relations

A review of Beliche Dam. Alonso E. E., Olivella S. & Pinyol N. M., 267–285

The concept of stored plastic work or frozen elastic energy in soil mechanics. Collins I. F., 373–382

An experimental investigation of work dissipation in crushable materials. Tarantino A. & Hyde A. F. L., 575–584

Technical note. A physical justification for log e–log σ based on fractal crushing and particle kinematics. McDowell G. R., 697–698

Dams

A review of Beliche Dam. Alonso E. E., Olivella S. & Pinyol N. M., 267–285

Deep excavation

Modelling of 3D excavation in finite element analysis. Zdravkovic L., Potts D. M. and St John H. D., 497–513

Deformation

A shear strength model for idealised infilled joints under constant normal stiffness. Indraratna B., Welideniya H. S. & Brown E. T., 215–226

Technical note: Effect of confining pressure on the degradation of ballast under cyclic loading. Indraratna B., Lackenby J. & Christie D., 325–328

Generalised scaling relations for dynamic centrifuge tests. Iai S., Tobita T. & Nakahara T., 355–362

Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay. Osman A. S. & Bolton M. D., 435–447

Soil–pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions. Klar A., Vorster T. E. B., Soga K. & Mair R. J., 461–466

Energy and variational principles for piles in dissipative soil. Einav I., 515–525

Technical note. Strength and deformation characteristics of flat and cubical rubber tyre chip–sand mixtures. Bergado D. T., Youwai S. & Rittirong A., 603–606

Design

Reliability-based design applied to retaining walls. Low B. K., 63–75

Probabilistic limiting tolerable displacements for serviceability limit state design of foundations. Zhang L. M. & Ng A. M. Y., 151–161

Partial factors calibration based on reliability analyses for square footings on granular soils. Honjo Y. & Amatya S., 479–491

Dewatering

Mechanism of rupture of shaft linings in coal mine areas buried by thick over-soils in East China. Li W. P. & Li X. Q., 237–244

Dynamics

Technical note: Pore pressure coefficient for soil and rock and its relation to compressional wave velocity. Yang J., 251–256

Field trials of suction caissons in clay for offshore wind turbine foundations. Houlsby G. T., Kelly R. B., Huxtable J. & Byrne B. W., 287–296

Generalised scaling relations for dynamic centrifuge tests. Iai S., Tobita T. & Nakahara T., 355–362

Technical note: Rayleigh surface waves in an idealised partially saturated soil. Yang J., 409–414

The effects of disseminated methane hydrate on the dynamic stiffness and damping of sand. Clayton C. R. I., Priest J. A. & Best A. I., 423–434

Technical note. Seismic passive resistance by pseudo-dynamic method. Choudhury D. & Nimbalkar S., 699–702

Earth pressure

Reliability of traditional retaining wall design. Fenton G. A., Griffiths D. V. & Williams M. B., 55–62

Mechanism of rupture of shaft linings in coal mine areas buried by thick over-soils in East China. Li W. P. & Li X. Q., 237–244

Technical note. Seismic passive resistance by pseudo-dynamic method. Choudhury D. & Nimbalkar S., 699–702

Earthquakes

3D effects in seismic liquefaction of stochastically variable soil deposits. Popescu R., Prevost J. H. & Deodatis G., 21–31

Generalised scaling relations for dynamic centrifuge tests. Iai S., Tobita T. & Nakahara T., 355–362

Technical note. Seismic passive resistance by pseudo-dynamic method. Choudhury D. & Nimbalkar S., 699–702

Elasticity

The concept of stored plastic work or frozen elastic energy in soil mechanics. Collins I. F., 373–382

Elastic moduli of soils dependent on pressure: a hyperelastic formulation. Houlsby G. T., Amorosi A. & Rojas E., 383–392

Technical note. Rayleigh surface waves in an idealised partially saturated soil. Yang J., 409–414

A generalised Winkler model for the behaviour of shallow foundations. Houlsby G. T., Cassidy M. J. & Einav I., 449–460

Soil–pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions. Klar A., Vorster T. E. B., Soga K. & Mair R. J., 461–466

Embankments

Technical note: The horizontal failure mechanism of the Wilnis peat dyke. Van Baars S., 319-323

Environmental engineering

Long-term performance of contaminant barrier systems. Rowe R. K., 631–678

Erosion

Imaging heterogeneities with electrical impedance tomography: laboratory results. Borsic A., Comina C., Foti S., Lancellotta R. & Musso G., 539–547

Expansive soils

Technical note. Hydrophobic modification of an expansive soil using polymers and organic compounds: a comparative study with lime. Hernández J., Vargas S., Estévez M., Vázquez G., Zepeda A. and Rodríguez R., 613–616

Fabric/structure of soils

Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay. Tarantino A. & Tombolato S., 307–317

Imaging heterogeneities with electrical impedance tomography: laboratory results. Borsic A., Comina C., Foti S., Lancellotta R. & Musso G., 539–547

Technical note. Correlation of surface dractal dimension with frictional angle at critical state of sands. Xu Y. F. & Sun D. A., 691–695

Failure

Realistic assessment of slope reliability for effective landslide hazard management. Cheung R. W. M. & Tang W. H., 85–94

Technical note: The horizontal failure mechanism of the Wilnis peat dyke. Van Baars S., 319-323 Numerical analysis of a landslide in soils with strain-softening behaviour. Troncone A., 585–596

Field instrumentation

Field simulation of in situ water content and temperature changes due to ground–atmospheric interactions. Cui Y. J., Lu Y. F., Delage P. & Riffard M., 557–567

Footings/foundations

Towards reliable and effective site investigations. Jaksa M. B., Gold-sworthy J. S., Fenton G. A., Kaggwa W. S., Griffiths D. V., Kuo Y. L. & Poulos H. G., 109–121

Probabilistic limiting tolerable displacements for serviceability limit state design of foundations. Zhang L. M. & Ng A. M. Y., 151–161

Field trials of suction caissons in clay for offshore wind turbine foundations. Houlsby G. T., Kelly R. B., Huxtable J. & Byrne B. W., 287–296

Review of historical buildings' foundations. Przewłócki, I. Dardzińska & J. Świniański, 363–372

Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay. Osman A. S. & Bolton M. D., 435–447

A generalised Winkler model for the behaviour of shallow foundations. Houlsby G. T., Cassidy M. J. & Einav I., 449–460

Partial factors calibration based on reliability analyses for square footings on granular soils. Honjo Y. & Amatya S., 479–491

Technical note. Complete limiting stress solutions for the bearing capacity of strip footings on a Mohr–Coulomb soil. Smith C. C., 607–612

Limiting cavity depth for spudcan foundations penetrating clay. Hossain M. S., Hu Y., Randolph M. F. & White D. J., 679–690

Linear matching method for limit load problems using the Drucker–Prager yield condition. Boulbibane M. & Ponter A. R. S., 731–740

Influence of base suction on extraction of jack-up spudcans. Purwana O. A., Leung C. F., Chow Y. K. and Foo K. S., 741–753

Technical note. Depth factors for undrained bearing capacity Edwards D. H., Zdravkovic L. & Potts D. M., 755–758

Fractals

An experimental investigation of work dissipation in crushable materials. Tarantino A. & Hyde A. F. L., 575–584

Friction

A shear strength model for idealised infilled joints under constant normal stiffness. Indraratna B., Welideniya H. S. & Brown E. T., 215–226

Technical note. Correlation of surface dractal dimension with frictional angle at critical state of sands. Xu Y. F. & Sun D. A., 691–695

Scale effects on tension capacity for rough piles buried in dense sand. Lehane B. M., Gaudin C. & Schneider J. A., 709–719

Full-scale tests

Characterisation of model uncertainties for laterally loaded rigid drilled shafts. Phoon K.-K. & Kulhawy F. H., 54–54

Geophysics

Imaging heterogeneities with electrical impedance tomography: laboratory results. Borsic A., Comina C., Foti S., Lancellotta R. & Musso G., 539–547

Geosynthetics

Long-term performance of contaminant barrier systems. Rowe R. K., 631–678

Geotechnical risk

Non-parametric simulation of geotechnical variability. Bourdeau P. L. & Amundaray J. I., 95–108

Glacial soils

Shear strength of cohesionless soils at low stress. Fannin R. J., Eliadorani A. & Wilkinson J. M. T., 467–478

Gravels

Technical note: Effect of confining pressure on the degradation of ballast under cyclic loading. Indraratna B., Lackenby J. & Christie D., 325–328

Ground improvement

On horizontal variability in lime-cement columns in deep mixing. Larsson S., Stille H. & Olsson L., 33–44

Ground movements

The influence of soil anisotropy and K₀ on ground surface movements resulting from tunnel excavation. Franzius J. N., Pots D. M. & Burland J. B., 189–199

Groundwater

Mechanism of rupture of shaft linings in coal mine areas buried by thick over-soils in East China. Li W. P. & Li X. Q., 237–244

Historical review

Review of historical buildings' foundations. Przewłócki, I. Dardzińska & J. Świniański, 363–372

Hyperstaticity

Influence of soil heterogeneity on load redistribution and settlement of a hyperstatic three-support frame. Houy L., Breysse D. & Denis A., 163–170

In situ testing

Random field characterisation of stress-normalised cone penetration testing parameters. Uzielli M., Vannucchi G. & Phoon K.-K., 3–20

Cone penetration tests under simulated field conditions. Huang A.-B. & Hsu H.-H., 345–354

A field permeability measurement technique using a conventional self-boring pressuremeter. Ratnam S., Soga K. & Whittle R. W., 527–537

Coefficient of consolidation from piezocone measurements. Sills G. C. & Hird C. C., 597–602

Industrial waste

Long-term performance of contaminant barrier systems. Rowe R. K., 631–678

Laboratory tests

Probabilistic assessment of stability of a cut slope in residual soil. El-Ramly H., Morgenstern N. R. & Cruden D. M., 77–84

An experimental investigation of the mechanical behaviour of an unsaturated gneiss soil. Futai M. M. & Almeida M. S. S., 201–213

A shear strength model for idealised infilled joints under constant normal stiffness. Indraratna B., Welideniya H. S. & Brown E. T., 215–226

Technical note: Pore pressure coefficient for soil and rock and its relation to compressional wave velocity. Yang J., 251–256

A review of Beliche Dam. Alonso E. E., Olivella S. & Pinyol N. M., 267–285

Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay. Tarantino A. & Tombolato S., 307–317

Technical note: Effect of confining pressure on the degradation of ballast under cyclic loading. Indraratna B., Lackenby J. & Christie D., 325–328

Technical note: Method to compare water content values determined on the basis of different oven-drying temperatures. O'Kelly B. C., 329–332

Cone penetration tests under simulated field conditions. Huang A.-B. & Hsu H.-H., 345–354

Technical note. Shear-plate transducers as a possible alternative to bender elements for measuring G_max. Ismail M. A. & Rammah K. I., 403–407

The effects of disseminated methane hydrate on the dynamic stiffness and damping of sand. Clayton C. R. I., Priest J. A. & Best A. I., 423–434

Imaging heterogeneities with electrical impedance tomography: laboratory results. Borsic A., Comina C., Foti S., Lancellotta R. & Musso G., 539–547

An experimental investigation of work dissipation in crushable materials. Tarantino A. & Hyde A. F. L., 575–584

Long-term performance of contaminant barrier systems. Rowe R. K., 631–678

Technical note. Correlation of surface dractal dimension with frictional angle at critical state of sands. Xu Y. F. & Sun D. A., 691–695

Technical note. Measurement of pore water pressure of clay-infilled rock joints during triaxial shearing. Indraratna B. & Jayanathan M., 759–764

Landfills

Long-term performance of contaminant barrier systems. Rowe R. K., 631–678

Landslides

Probabilistic assessment of stability of a cut slope in residual soil. El-Ramly H., Morgenstern N. R. & Cruden D. M., 77–84

Realistic assessment of slope reliability for effective landslide hazard management. Cheung R. W. M. & Tang W. H., 85–94

Limit state design/analysis

Characterisation of model uncertainties for laterally loaded rigid drilled shafts. Phoon K.-K. & Kulhawy F. H., 54–54

Probabilistic limiting tolerable displacements for serviceability limit state design of foundations. Zhang L. M. & Ng A. M. Y., 151–161

Chen J., Yin J.-H. and Lee C. F.

A three-dimensional upper-bound approach to slope stability analysis based on RFEM. Chen J., Yin J.-H. and Lee C. F., 549–556

Technical note. Complete limiting stress solutions for the bearing capacity of strip footings on a Mohr–Coulomb soil. Smith C. C., 607–612

Linear matching method for limit load problems using the Drucker–Prager yield condition. Boulbibane M. & Ponter A. R. S., 731–740

Liquefaction

3D effects in seismic liquefaction of stochastically variable soil deposits. Popescu R., Prevost J. H. & Deodatis G., 21–31

Stochastic evaluation of static liquefaction in a predominantly dilative sand fill. Hicks M. A. & Onisiphorou C., 123–133

Load redistribution

Influence of soil heterogeneity on load redistribution and settlement of a hyperstatic three-support frame. Houy L., Breysse D. & Denis A., 163–170

Mineralogy

Shear strength of cohesionless soils at low stress. Fannin R. J., Eliadorani A. & Wilkinson J. M. T., 467–478

Model tests

Characterisation of model uncertainties for laterally loaded rigid drilled shafts. Phoon K.-K. & Kulhawy F. H., 54–54

Cone penetration tests under simulated field conditions. Huang A.-B. & Hsu H.-H., 345–354

Generalised scaling relations for dynamic centrifuge tests. Iai S., Tobita T. & Nakahara T., 355–362

Limiting cavity depth for spudcan foundations penetrating clay. Hossain M. S., Hu Y., Randolph M. F. & White D. J., 679–690

Monitoring

Field simulation of in situ water content and temperature changes due to ground–atmospheric interactions. Cui Y. J., Lu Y. F., Delage P. & Riffard M., 557–567

Numerical modelling and analysis

Random field characterisation of stress-normalised cone penetration testing parameters. Uzielli M., Vannucchi G. & Phoon K.-K., 3–20

3D effects in seismic liquefaction of stochastically variable soil deposits. Popescu R., Prevost J. H. & Deodatis G., 21–31

Towards reliable and effective site investigations. Jaksa M. B., Gold-sworthy J. S., Fenton G. A., Kaggwa W. S., Griffiths D. V., Kuo Y. L. & Poulos H. G., 109–121

Stochastic evaluation of static liquefaction in a predominantly dilative sand fill. Hicks M. A. & Onisiphorou C., 123–133

A deterministic/stochastic model to predict the variation in bulk modulus of chalk. Collin F., Schroeder Ch., De Gennaro V. and Bolle A., 135–141

Geostatistical method for analysing soil displacement from underground urban construction. El Gonnouni M., Riou Y. & Hicher P. Y., 171–182

The influence of soil anisotropy and K₀ on ground surface movements resulting from tunnel excavation. Franzius J. N., Pots D. M. & Burland J. B., 189–199

One-dimensional consolidation of lumpy clay with non-linear properties. Yang L.-A. & Tan T. S., 227–235

Technical note. Crushing a weak granular material: experimental numerical anlyses. Lobo-Guerrero S. & Vallejo L. E., 245–249

A review of Beliche Dam. Alonso E. E., Olivella S. & Pinyol N. M., 267–285

Numerical modelling of plane strain tests on sands using a particulate approach. Powrie W., Ni Q., Harkness R. M. & Zhang X., 297–306

Soil–pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions. Klar A., Vorster T. E. B., Soga K. & Mair R. J., 461–466

Modelling of 3D excavation in finite element analysis. Zdravkovic K., Potts D. M. and St John H. D., 497–513

Field simulation of in situ water content and temperature changes due to ground–atmospheric interactions. Cui Y. J., Lu Y. F., Delage P. & Riffard M., 557–567

Numerical analysis of a landslide in soils with strain-softening behaviour. Troncone A., 585–596

Technical note. DEM analysis of crushing around driven piles in granular materials. Lobo-Guerrero S. & Vallejo L. E., 617–23

Long-term performance of contaminant barrier systems. Rowe R. K., 631–678

Limiting cavity depth for spudcan foundations penetrating clay. Hossain M. S., Hu Y., Randolph M. F. & White D. J., 679–690

Technical note. Depth factors for undrained bearing capacity Edwards D. H., Zdravkovic L. & Potts D. M., 755–758

Offshore engineering

The effects of disseminated methane hydrate on the dynamic stiffness and damping of sand. Clayton C. R. I., Priest J. A. & Best A. I., 423–434

Limiting cavity depth for spudcan foundations penetrating clay. Hossain M. S., Hu Y., Randolph M. F. & White D. J., 679–690

Influence of base suction on extraction of jack-up spudcans. Purwana O. A., Leung C. F., Chow Y. K. and Foo K. S., 741–753

Partial saturation

Technical note: Pore pressure coefficient for soil and rock and its relation to compressional wave velocity. Yang J., 251–256

Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay. Tarantino A. & Tombolato S., 307–317

Technical note. Rayleigh surface waves in an idealised partially saturated soil. Yang J., 409–414

Particle crushing

An experimental investigation of work dissipation in crushable materials. Tarantino A. & Hyde A. F. L., 575–584

Technical note. DEM analysis of crushing around driven piles in granular materials. Lobo-Guerrero S. & Vallejo L. E., 617–23

Technical note. A physical justification for log e–log σ based on fractal crushing and particle kinematics. McDowell G. R., 697–698

Permeability

Laboratory investigation of permeability measurement in clay using outflow from unsupported cavities. Hird C. C. & Srisakthivel S., 393–402

A field permeability measurement technique using a conventional self-boring pressuremeter. Ratnam S., Soga K. & Whittle R. W., 527–537

Technical note. Non-steady flow in the variable-head permeability test. Nader J. J., 703

Piles

Characterisation of model uncertainties for laterally loaded rigid drilled shafts. Phoon K.-K. & Kulhawy F. H., 54–54

Energy and variational principles for piles in dissipative soil. Einav I., 515–525

Technical note. DEM analysis of crushing around driven piles in granular materials. Lobo-Guerrero S. & Vallejo L. E., 617–23

Scale effects on tension capacity for rough piles buried in dense sand. Lehane B. M., Gaudin C. & Schneider J. A., 709–719

The influence of the in situ state of sands on the load–deflection behaviour of driven piles. Coop M. R., Klotz E. U. & Clinton L., 721–730

Plasticity

The concept of stored plastic work or frozen elastic energy in soil mechanics. Collins I. F., 373–382

Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay. Osman A. S. & Bolton M. D., 435–447

A generalised Winkler model for the behaviour of shallow foundations. Houlsby G. T., Cassidy M. J. & Einav I., 449–460

Energy and variational principles for piles in dissipative soil. Einav I., 515–525

A three-dimensional upper-bound approach to slope stability analysis based on RFEM. Chen J., Yin J.-H. and Lee C. F., 549–556

Technical note. Complete limiting stress solutions for the bearing capacity of strip footings on a Mohr–Coulomb soil. Smith C. C., 607–612

Limiting cavity depth for spudcan foundations penetrating clay. Hossain M. S., Hu Y., Randolph M. F. & White D. J., 679–690

Pollution migration/control

Long-term performance of contaminant barrier systems. Rowe R. K., 631–678

Pore pressures

One-dimensional consolidation of lumpy clay with non-linear properties. Yang L.-A. & Tan T. S., 227–235

Technical note: Pore pressure coefficient for soil and rock and its relation to compressional wave velocity. Yang J., 251–256

Influence of base suction on extraction of jack-up spudcans. Purwana O. A., Leung C. F., Chow Y. K. and Foo K. S., 741–753

Technical note. Measurement of pore water pressure of clay-infilled rock joints during triaxial shearing. Indraratna B. & Jayanathan M., 759–764

Reclamation

One-dimensional consolidation of lumpy clay with non-linear properties. Yang L.-A. & Tan T. S., 227–235

Repeated loading

Technical note: Effect of confining pressure on the degradation of ballast under cyclic loading. Indraratna B., Lackenby J. & Christie D., 325–328

Residual soils

Probabilistic assessment of stability of a cut slope in residual soil. El-Ramly H., Morgenstern N. R. & Cruden D. M., 77–84

An experimental investigation of the mechanical behaviour of an unsaturated gneiss soil. Futai M. M. & Almeida M. S. S., 201–213

Retaining walls

Reliability of traditional retaining wall design. Fenton G. A., Griffiths D. V. & Williams M. B., 55–62

Reliability-based design applied to retaining walls. Low B. K., 63–75

Modelling of 3D excavation in finite element analysis. Zdravkovic K., Potts D. M. and St John H. D., 497–513

Technical note. Seismic passive resistance by pseudo-dynamic method.

Choudhury D. & Nimbalkar S., 699–702

Rocks/rock mechanics

Technical note. Measurement of pore water pressure of clay-infilled rock joints during triaxial shearing. Indraratna B. & Jayanathan M., 759–764

Sands

Numerical modelling of plane strain tests on sands using a particulate approach. Powrie W., Ni Q., Harkness R. M. & Zhang X., 297–306

Cone penetration tests under simulated field conditions. Huang A.-B. & Hsu H.-H., 345–354

Technical note. Shear-plate transducers as a possible alternative to bender elements for measuring G_max. Ismail M. A. & Rammah K. I., 403–407

Imaging heterogeneities with electrical impedance tomography: laboratory results. Borsic A., Comina C., Foti S., Lancellotta R. & Musso G., 539–547

Technical note. DEM analysis of crushing around driven piles in granular materials. Lobo-Guerrero S. & Vallejo L. E., 617–23

Technical note. Correlation of surface dractal dimension with frictional angle at critical state of sands. Xu Y. F. & Sun D. A., 691–695

Technical note. A physical justification for log e–log σ based on fractal crushing and particle kinematics. McDowell G. R., 697–698

Scale effects on tension capacity for rough piles buried in dense sand. Lehane B. M., Gaudin C. & Schneider J. A., 709–719

The influence of the in situ state of sands on the load–deflection behaviour of driven piles. Coop M. R., Klotz E. U. & Clinton L., 721–730

Settlement

Influence of soil heterogeneity on load redistribution and settlement of a hyperstatic three-support frame. Houy L., Breysse D. & Denis A., 163–170

Geostatistical method for analysing soil displacement from underground urban construction. El Gonnouni M., Riou Y. & Hicher P. Y., 171–182

The influence of soil anisotropy and K₀ on ground surface movements resulting from tunnel excavation. Franzius J. N., Pots D. M. & Burland J. B., 189–199

Shear strength

An experimental investigation of the mechanical behaviour of an unsaturated gneiss soil. Futai M. M. & Almeida M. S. S., 201–213

A shear strength model for idealised infilled joints under constant normal stiffness. Indraratna B., Welideniya H. S. & Brown E. T., 215–226

Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay. Tarantino A. & Tombolato S., 307–317

Cone penetration tests under simulated field conditions. Huang A.-B. & Hsu H.-H., 345–354

Shear strength of cohesionless soils at low stress. Fannin R. J., Eliadorani A. & Wilkinson J. M. T., 467–478

An experimental investigation of work dissipation in crushable materials. Tarantino A. & Hyde A. F. L., 575–584

Technical note. Correlation of surface dractal dimension with frictional angle at critical state of sands. Xu Y. F. & Sun D. A., 691–695

Technical note. Measurement of pore water pressure of clay-infilled rock joints during triaxial shearing. Indraratna B. & Jayanathan M., 759–764

Site investigation

Random field characterisation of stress-normalised cone penetration testing parameters. Uzielli M., Vannucchi G. & Phoon K.-K., 3–20

Towards reliable and effective site investigations. Jaksa M. B., Gold-sworthy J. S., Fenton G. A., Kaggwa W. S., Griffiths D. V., Kuo Y. L. & Poulos H. G., 109–121

Laboratory investigation of permeability measurement in clay using outflow from unsupported cavities. Hird C. C. & Srisakthivel S., 393–402

A field permeability measurement technique using a conventional self-boring pressuremeter. Ratnam S., Soga K. & Whittle R. W., 527–537

Coefficient of consolidation from piezocone measurements. Sills G. C. & Hird C. C., 597–602

Slopes

Probabilistic assessment of stability of a cut slope in residual soil. El-Ramly H., Morgenstern N. R. & Cruden D. M., 77–84

Realistic assessment of slope reliability for effective landslide hazard management. Cheung R. W. M. & Tang W. H., 85–94

Stochastic evaluation of static liquefaction in a predominantly dilative sand fill. Hicks M. A. & Onisiphorou C., 123–133

Technical note. Rainfall-induced slope failure considering variability of soil properties. Zhang L. L., Zhang L. M. & Tang W. H., 183–188

Shear strength of cohesionless soils at low stress. Fannin R. J., Eliadorani A. & Wilkinson J. M. T., 467–478

A three-dimensional upper-bound approach to slope stability analysis based on RFEM. Chen J., Yin J.-H. and Lee C. F., 549–556

Numerical analysis of a landslide in soils with strain-softening behaviour. Troncone A., 585–596

Soft rocks

A shear strength model for idealised infilled joints under constant normal stiffness. Indraratna B., Welideniya H. S. & Brown E. T., 215–226

Soil classification

Random field characterisation of stress-normalised cone penetration testing parameters. Uzielli M., Vannucchi G. & Phoon K.-K., 3–20

Soil stabilisation

On horizontal variability in lime-cement columns in deep mixing. Larsson S., Stille H. & Olsson L., 33–44

Technical note. Hydrophobic modification of an expansive soil using polymers and organic compounds: a comparative study with lime. Hernández J., Vargas S., Estévez M., Vázquez G., Zepeda A. and Rodríguez R., 613–616

Soil–structure interaction

A generic approach to soil–structure interaction considering the effects of soil heterogeneity. Breysse D., Niandou H., Elachachi S. & Houy L., 143–150

Influence of soil heterogeneity on load redistribution and settlement of a hyperstatic three-support frame. Houy L., Breysse D. & Denis A., 163–170

Geostatistical method for analysing soil displacement from underground urban construction. El Gonnouni M., Riou Y. & Hicher P. Y., 171–182

Mechanism of rupture of shaft linings in coal mine areas buried by thick over-soils in East China. Li W. P. & Li X. Q., 237–244

Generalised scaling relations for dynamic centrifuge tests. Iai S., Tobita T. & Nakahara T., 355–362

Energy and variational principles for piles in dissipative soil. Einav I., 515–525

Technical note. Estimation of soil-water characteristics using liquid limit state. Sung S.-G., Lee I.-M., Cho G.-C. & Reddi L. N., 569–573

Technical note. Seismic passive resistance by pseudo-dynamic method. Choudhury D. & Nimbalkar S., 699–702

Spatial variability

Stochastic evaluation of static liquefaction in a predominantly dilative sand fill. Hicks M. A. & Onisiphorou C., 123–133

Influence of soil heterogeneity on load redistribution and settlement of a hyperstatic three-support frame. Houy L., Breysse D. & Denis A., 163–170

Standards

Technical note: Method to compare water content values determined on the basis of different oven-drying temperatures. O'Kelly B. C., 329–332

Statistical analysis

Random field characterisation of stress-normalised cone penetration testing parameters. Uzielli M., Vannucchi G. & Phoon K.-K., 3–20

On horizontal variability in lime-cement columns in deep mixing. Larsson S., Stille H. & Olsson L., 33–44

Characterisation of model uncertainties for laterally loaded rigid drilled shafts. Phoon K.-K. & Kulhawy F. H., 54–54

Reliability of traditional retaining wall design. Fenton G. A., Griffiths D. V. & Williams M. B., 55–62

Reliability-based design applied to retaining walls. Low B. K., 63–75

Probabilistic assessment of stability of a cut slope in residual soil. El-Ramly H., Morgenstern N. R. & Cruden D. M., 77–84

Realistic assessment of slope reliability for effective landslide hazard management. Cheung R. W. M. & Tang W. H., 85–94

Towards reliable and effective site investigations. Jaksa M. B., Gold-sworthy J. S., Fenton G. A., Kaggwa W. S., Griffiths D. V., Kuo Y. L. & Poulos H. G., 109–121

Stochastic evaluation of static liquefaction in a predominantly dilative sand fill. Hicks M. A. & Onisiphorou C., 123–133

Geostatistical method for analysing soil displacement from underground urban construction. El Gonnouni M., Riou Y. & Hicher P. Y., 171–182

Partial factors calibration based on reliability analyses for square footings on granular soils. Honjo Y. & Amatya S., 479–491

Technical note. Correlation of surface dractal dimension with frictional angle at critical state of sands. Xu Y. F. & Sun D. A., 691–695

Stiffness

A generic approach to soil–structure interaction considering the effects of soil heterogeneity. Breysse D., Niandou H., Elachachi S. & Houy L., 143–150

A shear strength model for idealised infilled joints under constant normal stiffness. Indraratna B., Welideniya H. S. & Brown E. T., 215–226

Field trials of suction caissons in clay for offshore wind turbine foundations. Houlsby G. T., Kelly R. B., Huxtable J. & Byrne B. W., 287–296

Elastic moduli of soils dependent on pressure: a hyperelastic formulation. Houlsby G. T., Amorosi A. & Rojas E., 383–392

Technical note. Shear-plate transducers as a possible alternative to bender elements for measuring G_max. Ismail M. A. & Rammah K. I., 403–407

Technical note. Rayleigh surface waves in an idealised partially saturated soil. Yang J., 409–414

Strain localisation

Numerical analysis of a landslide in soils with strain-softening behaviour. Troncone A., 585–596

Strength

Technical note. Strength and deformation characteristics of flat and cubical rubber tyre chip–sand mixtures. Bergado D. T., Youwai S. & Rittirong A., 603–606

Stress analysis

Mechanism of rupture of shaft linings in coal mine areas buried by thick over-soils in East China. Li W. P. & Li X. Q., 237–244

Elastic moduli of soils dependent on pressure: a hyperelastic formulation. Houlsby G. T., Amorosi A. & Rojas E., 383–392

Suction

An experimental investigation of the mechanical behaviour of an unsaturated gneiss soil. Futai M. M. & Almeida M. S. S., 201–213

Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay. Tarantino A. & Tombolato S., 307–317

Field simulation of in situ water content and temperature changes due to ground–atmospheric interactions. Cui Y. J., Lu Y. F., Delage P. & Riffard M., 557–567

Technical note. Estimation of soil-water characteristics using liquid limit state. Sung S.-G., Lee I.-M., Cho G.-C. & Reddi L. N., 569–573

Influence of base suction on extraction of jack-up spudcans. Purwana O. A., Leung C. F., Chow Y. K. & Foo K. S., 741–753

Temperature effects

Technical note: Method to compare water content values determined on the basis of different oven-drying temperatures. O'Kelly B. C., 329–332

Long-term performance of contaminant barrier systems. Rowe R. K., 631–678

Theoretical analysis

Random field characterisation of stress-normalised cone penetration testing parameters. Uzielli M., Vannucchi G. & Phoon K.-K., 3–20

Mechanism of rupture of shaft linings in coal mine areas buried by thick over-soils in East China. Li W. P. & Li X. Q., 237–244

The concept of stored plastic work or frozen elastic energy in soil mechanics. Collins I. F., 373–382

Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay. Osman A. S. & Bolton M. D., 435–447

A generalised Winkler model for the behaviour of shallow foundations. Houlsby G. T., Cassidy M. J. & Einav I., 449–460

Energy and variational principles for piles in dissipative soil. Einav I., 515–525

Time dependence

Realistic assessment of slope reliability for effective landslide hazard management. Cheung R. W. M. & Tang W. H., 85–94

Long-term performance of contaminant barrier systems. Rowe R. K., 631–678

Technical note. Seismic passive resistance by pseudo-dynamic method. Choudhury D. & Nimbalkar S., 699–702

Triaxial tests

Technical note. Strength and deformation characteristics of flat and cubical rubber tyre chip–sand mixtures. Bergado D. T., Youwai S. & Rittirong A., 603–606

Tunnels

Geostatistical method for analysing soil displacement from underground urban construction. El Gonnouni M., Riou Y. & Hicher P. Y., 171–182

The influence of soil anisotropy and K₀ on ground surface movements resulting from tunnel excavation. Franzius J. N., Pots D. M. & Burland J. B., 189–199

Soil–pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions. Klar A., Vorster T. E. B., Soga K. & Mair R. J., 461–466

Unsaturated soils

Technical note. Rainfall-induced slope failure considering variability of soil properties. Zhang L. L., Zhang L. M. & Tang W. H., 183–188

Vibration

Technical note. Rayleigh surface waves in an idealised partially saturated soil. Yang J., 409–414

Water flow

Field simulation of in situ water content and temperature changes due to ground–atmospheric interactions. Cui Y. J., Lu Y. F., Delage P. & Riffard M., 557–567

Technical note. Non-steady flow in the variable-head permeability test. Nader J. J., 703

Waves & wave loading

Technical note. Shear-plate transducers as a possible alternative to bender elements for measuring G_max. Ismail M. A. & Rammah K. I., 403–407